Showing 9,061 - 9,080 results of 55,503 for search '(( a ((mean decrease) OR (linear decrease)) ) OR ( a ((greater decrease) OR (largest decrease)) ))', query time: 0.89s Refine Results
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    Spatial training decreases endogenous PTEN ubiquitination and <i>Pten</i> cKO mice show impaired spatial learning and memory. by Wei-Lun Hsu (1756123)

    Published 2023
    “…<p><b>(A)</b> Control siRNA or Nedd4 siRNA (10 pmol) was transfected to the rat CA1 area. …”
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    Presentation_1_Non-linear Dynamical Analysis of Intraspinal Pressure Signal Predicts Outcome After Spinal Cord Injury.PPTX by Suliang Chen (3690280)

    Published 2018
    “…Mean patient follow-up was 17 months. We show that alpha values are greater than 0.5, which indicates that the intraspinal pressure signal is fractal. …”
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    Loading rate—Failure stress relation diagram. by Dongwei Li (1538815)

    Published 2024
    “…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”
  20. 9080

    Specimen preparation proced. by Dongwei Li (1538815)

    Published 2024
    “…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”